Narrow Results

The importance of soil–structure interaction analysis has been proven by many researchers. It is obvious that soil media should be considered as an infinite domain to represent the radiation of waves into infinity. Perfectly matched discrete layer (PMDL) is one of the most promising methods to describe properly the infinite domain in soil media in frequency and time domains. In this research, a modified version of PMDLs that has a different strategy to determine their parameters is proposed. The method is named perfectly matched discrete layers with analytical wavelengths (AW-PMDLs). For verification of the proposed method, the dynamic compliances of strip foundations are analyzed and validated in the frequency domain. In the analyses, frequency-dependent system properties and hysteretic (material) damping are considered. The results show that the proposed procedure, AW-PMDL method, is effective for soil–structure interaction analysis in the frequency domain.

By means of static pressure pile reinforcement technique of shanbei somewhere masonry structure reinforcement strip foundation, can improve the bearing capacity of foundation, the foundation settlement stabilized, meet the bearing capacity of normal use and use requirement. At the same time introduces the reinforcement principle of static pressure pile, construction method and matters needing attention, the construction quality control and its reinforcement effect, provides reference for similar regional static pressure pile reinforcement.